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2.36mm #200 36. 1892 3. For a wet (washed) sieving test: Mass of aggregate sample before...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25 mm (1 in.) 19 mm (3/4 in.) 12.5 mm (1/2 in.) 9.5 mm (/8 in.) 4.75 mm (No. 4) Pan 3011 g 3895 g 4113 g 6349 g 11,943 g The fine aggregate from the pan was split down to 513.4 g and washed. Loss in washing was 29.9 g. Results of fine sieving were Sieve Retained 4.75 mm (No.4) 2.00 mm (No. 10)...
A Sieve analysis test was performed on a sample of coarse aggregate and produced the results...
A Sieve analysis test was performed on a sample of coarse
aggregate and produced the results in Table P5.22
a) Calculate the percent passing through each sieve.
b) What is the maximum size?
c) What is the nominal maximum size?
d) plot the percent passing versus sieve size on a semilog
gradation chart.
e) Plot the percent passing versus sieve size on a 0.45
gradation chart.
f) Referring to Table 5.5 (ASTM C33), what is the closest size
number and...
sample of aggregate and produced on a performed A sieve analysis test was the results shown...
sample of aggregate and produced on a performed A sieve analysis test was the results shown in Table P5.21. 5.21 TABLE P5.21 Amount Retained, g Sieve Size, Amount Retained, g mm Sieve Size, mm 891.5 1.18 0 25 wola ndi 712.6 0.60 376.7 19 625.2 0.30 888.4 12.5 581.5 0.15 506.2 9.5 242.9 0.075 1038.4 4.75 44.9 Pan 900.1 2.36 noCalculate the percent passing through each sieve. Plot the percent passing versus sieve size on: semilog gradation chart, and b....
5.21 A sieve analysis test was performed on a sample of aggregate and prod the results...
5.21 A sieve analysis test was performed on a sample of aggregate and prod the results shown in Table P5.21. TABLE P5.21 Sieve Size, Amount Amount Retained, g Retained, 9 Sieve Size, mm 25 19 12.5 9.5 4.75 2.36 891.5 0 376.7 888.4 506.2 1038.4 900.1 1.18 0.60 0.30 0.15 0.075 Pan 712.6 625.2 581.5 242.9 44.9 Calculate the percent passing through each sieve. Plot the percent p assin versus sieve size on: a. a semilog gradation chart, and b....
Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C...
Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C The results of a dry-sieving test are given in Table 1. Plot the particle size distribution curve and give classification for the soil in accordance with USCS. (The standard graph paper and classification figure are paper). available at end of this exam Table 1. Sieve analysis sample Sieve analysis of a soil sample Mass Percent finer Sieve Mass by weight passing M(g) Sieve No....
3) Three aggregate stockpiles are designated as A, B, and C a) Determine an aggregate blend...
3) Three aggregate stockpiles are designated as A, B, and C a) Determine an aggregate blend of stockpiles A, B, and C that meets specifications. b) Plot the gradations of the aggregate blend you produced in part (a) as well as the specifications (lower and upper limits) on 0.45 power gradation chart. Sieve size Stockpile A Stockpile B Stockpile C Specification % Passi %P 100 100 100 3/4" or 19.0 mm 100 5/8" or 16.0 mm 60 1/2" or 12.5...
Problem 1 Three samples of fine aggregate (FA) have the following properties Sample Measure Wet Mass (g) Dry Mass (g) Absorption (%) 622.6 591.7 620.9 593 620.0 592.6 2.6 2.52.2 Determine the fol...
Problem 1 Three samples of fine aggregate (FA) have the following properties Sample Measure Wet Mass (g) Dry Mass (g) Absorption (%) 622.6 591.7 620.9 593 620.0 592.6 2.6 2.52.2 Determine the following: a) Define the terms saturated surface dry (SSD) and free moisture. b) For the samples results from above compute the total moisture content for each sample batch and the average and standard deviation of the three samples. Free moisture content of the samples. c)
Problem 1 Three...
A granular sample is proposed for highway base-course construction. Test results are Retained 0g Sieve 25 mm (1 in.) 19 mm (3/4 in.) 12.5 mm (1/2 in.) 9.5 mm (/8 in.) 4.75 mm (No. 4) Pan 3011 g 3895 g 4113 g 6349 g 11,943 g The fine aggregate from the pan was split down to 513.4 g and washed. Loss in washing was 29.9 g. Results of fine sieving were Sieve Retained 4.75 mm (No.4) 2.00 mm (No. 10)...
A Sieve analysis test was performed on a sample of coarse
aggregate and produced the results in Table P5.22
a) Calculate the percent passing through each sieve.
b) What is the maximum size?
c) What is the nominal maximum size?
d) plot the percent passing versus sieve size on a semilog
gradation chart.
e) Plot the percent passing versus sieve size on a 0.45
gradation chart.
f) Referring to Table 5.5 (ASTM C33), what is the closest size
number and...
sample of aggregate and produced on a performed A sieve analysis test was the results shown in Table P5.21. 5.21 TABLE P5.21 Amount Retained, g Sieve Size, Amount Retained, g mm Sieve Size, mm 891.5 1.18 0 25 wola ndi 712.6 0.60 376.7 19 625.2 0.30 888.4 12.5 581.5 0.15 506.2 9.5 242.9 0.075 1038.4 4.75 44.9 Pan 900.1 2.36 noCalculate the percent passing through each sieve. Plot the percent passing versus sieve size on: semilog gradation chart, and b....
5.21 A sieve analysis test was performed on a sample of aggregate and prod the results shown in Table P5.21. TABLE P5.21 Sieve Size, Amount Amount Retained, g Retained, 9 Sieve Size, mm 25 19 12.5 9.5 4.75 2.36 891.5 0 376.7 888.4 506.2 1038.4 900.1 1.18 0.60 0.30 0.15 0.075 Pan 712.6 625.2 581.5 242.9 44.9 Calculate the percent passing through each sieve. Plot the percent p assin versus sieve size on: a. a semilog gradation chart, and b....
Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C The results of a dry-sieving test are given in Table 1. Plot the particle size distribution curve and give classification for the soil in accordance with USCS. (The standard graph paper and classification figure are paper). available at end of this exam Table 1. Sieve analysis sample Sieve analysis of a soil sample Mass Percent finer Sieve Mass by weight passing M(g) Sieve No....
3) Three aggregate stockpiles are designated as A, B, and C a) Determine an aggregate blend of stockpiles A, B, and C that meets specifications. b) Plot the gradations of the aggregate blend you produced in part (a) as well as the specifications (lower and upper limits) on 0.45 power gradation chart. Sieve size Stockpile A Stockpile B Stockpile C Specification % Passi %P 100 100 100 3/4" or 19.0 mm 100 5/8" or 16.0 mm 60 1/2" or 12.5...
Problem 1 Three samples of fine aggregate (FA) have the following properties Sample Measure Wet Mass (g) Dry Mass (g) Absorption (%) 622.6 591.7 620.9 593 620.0 592.6 2.6 2.52.2 Determine the following: a) Define the terms saturated surface dry (SSD) and free moisture. b) For the samples results from above compute the total moisture content for each sample batch and the average and standard deviation of the three samples. Free moisture content of the samples. c)
Problem 1 Three...
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